• 한국연안방재학회지
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• 제4권3호
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• pp.111-118
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• 2017

In this study, pull box members were designed by finite element analysis of a steel plate covering a pull box to secure its safety on the landing pier dedicated to the large research survey ship. It was assumed that the maximum load is due to the 250 tonf class crane used for unloading work when the working environment in the upper part of the landing pier was considered. The safety of the pull box was evaluated by the comparison between the yield strength of the steel plate and the result of stress analysis on the steel plate due to the crane load. It was found that the stress at the plate from the crane load exceeded the yield strength of the steel(205MPa) when the upper part of the pull box was protected by a $1950{\times}1950mm$ steel plate cover. In order to compensate for this, a concrete filled steel tube(CFT) column with a diameter of 150 mm and a steel thickness of 10 mm was reinforced at the center of the plate, and the finite element analysis was carried out. However, the maximum stress at the steel plate was higher than the yield strength of the steel in some load cases so that it was tried to find appropriate thickness of the steel plate and diameter of the CFT columns. Finally, the analysis results showed that the safety of the pull box was secured when the thickness of the steel plate and the diameter of the CFT column were increased to 30mm and 180mm, respectively.

• 화약ㆍ발파
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• 제29권1호
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• pp.10-16
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• 2011

대규모 사면이나 암반구조물의 불안정한 지반을 새로운 평형상태로 유지시키기 위한 지보재로서 그라운 드 앵커, 케이블 볼트, 록 볼트와 최근 새로운 형태로 개발된 지보재인 스파이럴 볼트가 있다. 이에 본 연구에서는 현재 가장 널리 이용되고 있는 지보재인 록 볼트와 새롭게 개발되고 있는 스파이럴 볼트를 대상으로 터널 내 현장 인발시험을 수행하여 지보재의 특성을 분석하였다. 최대인발하중의 변화 양상을 살펴보기 위해 수행한 스파이럴 볼트와 록 볼트에 대한 3회 재인발시험의 결과를 보면 스파이럴 볼트의 경우는 인발시험 횟수에 관계 없이 거의 일정함을 보였는데, 이것은 지보재가 최대인발하중에 도달할지라도 스파이럴 볼트와 충전재 사이에 파괴가 거의 일어나지 않으므로 일정한 최대인발하중을 보이는 것으로 판단된다. 반면에 록 볼트의 경우 인발시 험의 횟수가 증가할수록 인발하중은 점점 감소하였는데, 이것은 지보재가 최대인발하중에 도달할 때 록 볼트와 충전재 사이에 일부분 파괴가 발생함으로 인해서 나타나는 현상으로 판단된다.

• 한국산업경영시스템학회:학술대회논문집
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• 한국산업경영시스템학회 2002년도 춘계학술대회
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• pp.63-68
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• 2002

This study performed to evaluated musculoskeletal disorders(MSDs) during sitting work. The musculskeletal system is affected by various work factors such as strength, weight, posture, repetition, duration and exertion. Ergonomic study on sitting work is necessary to evaluate these factors affecting human body. But the strength and work load data by the work factors are insufficient in Korea. Therefore, this study evaluated the work load using the elcctromyogram(EMG) and measured the arm strength by arm posture and push pull work during sitting work. to evaluated muscle load, the vertical height and horizontal angle of arm were adjusted around acromion. And EMG data were recorded on pc during the test.

• 한국전자통신학회논문지
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• 제10권8호
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• pp.945-952
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• 2015

GaN 전력증폭소자를 이용한 전력증폭기의 고효율 특성을 구현하기 위하여 $50{\Omega}$으로 정합된 전력증폭소자는 적용 주파수 대역, 출력전력, 효율 특성 선정의 한계가 있으므로 본 연구에서는 source/load-pull 시험을 통한 측정 데이터를 기반으로 고출력, 고효율 특성의 설계 목적에 맞는 정량적 입력 및 출력 임피던스를 추출하여 고효율 전력증폭기를 구현하였다. 구현된 전력증폭기는 2.7-3.1GHz의 주파수 대역에서 25watt(44dBm), 66-76%의 PAE특성 나타낸다.

• 한국지반신소재학회논문집
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• 제20권4호
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• pp.53-62
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• 2021

최근 국내에서 활발히 적용되고 있는 LRFD 설계법의 합리적인 적용을 위하여 상대적으로 사례가 부족한 인발하중 및 수평하중의 연구를 위하여 사회적으로 중요한 구조물인 송전철탑의 기초 형태를 바탕으로 한 원형기초를 풍화토 단일지층과 풍화토, 풍화암, 연암으로 구성된 혼합지층에서의 현장실증시험을 수행하여 인발하중 및 수평하중에 대한 각 지층의 저항성 분석을 통해 설계에 영향을 미칠 수 있는 인자에 대하여 연구하였다.

• 전력전자학회논문지
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• 제10권6호
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• pp.592-597
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• 2005

푸시 풀 포워드 컨버터는 넓은 입력범위에서 저전압 대전류 특성이 좋고 싱글 EI-EE 코어에 출력 인덕터와 변압기 그리고 입력 필터 등 모든 자성소자들을 포함시킴으로써 집적화할 수 있다. 회로의 여러 변수들에 대한 효율 비교를 통해서 집적화된 싱글 코어 푸시 풀 포워드 컨버터에 대해 고찰하였다. 푸시 풀 포워드 컨버터의 변압기는 Nicera사의 5M FEE 18/8/10C와 NC-2H FEI32/8/10C 코어를 이용하였다. 컨버터의 정격은 입력 전압 $36\~72V$이며 출력은 3.3V, 30A이다. NC-2H FEI32/8/10C코어를 사용하였을 경우 스위칭 주파수가 200kHz이고 부하가 11A일 때 $83.5\%$의 최고 효율이 측정되었다. 전부하(full load)시의 효율은 $76.4\%$, 반부하(half load)일 경우에는 $82.95\%$의 효율이 각각 측정 됐다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 하계학술대회 논문집 B
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• pp.1232-1234
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• 2003

The push pull forward converter is a very suitable circuit for low output voltage, high output current applications with a wide input voltage range. This converter can be miniaturized by integrate magnetic components such as the output inductor, the transformer and the input inductor. We considered of the efficiency for the push pull forward converter. Developed the push pull forward converter rating are of $36{\sim}72V$ input and 3.3V/30A output. In this converter. the efficiency was measured by 76.4% at full load and 82.95% at half load. The maximum efficiency is up to 83.% at 200kHz, 11A output.

• Journal of electromagnetic engineering and science
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• 제7권4호
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• pp.175-182
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• 2007

In this paper, a study on the reflector type frequency doubler, to suppress the undesired harmonics, is presented. A 12 to 24 GHz reflective frequency doubler is simulated and experimented. Design procedure of the frequency doubler with reflector is provided and the frequency doubler with good spectral purity is fabricated successfully. It has harmonic suppression of the $40{\sim}50\;dBc$ in the $1^{st}$ harmonic and the $50{\sim}60\;dB$ in the $3^{rd}$ harmonic with no additional filter. And, it has conversion gain with the input power of 0 dBm over bandwidth of 500 MHz. A NEC's ne71300(N) GaAs FET is used and the nonlinear model(EEFET3) using IC-CAP program is extracted for harmonic load pull simulation. Good agreement between simulated and measured results has been achieved.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.387-394
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• 2000

In the present study, laboratory pull-out tests with screw anchors are carried out to investigate behavior characteristics of underground structures applied uplift seepage forces. Small scaled pull-out tests in sand were conducted under saturated condition. And then, it was observed that the upward displacement as well as the pullout load varied with spacing of the anchor. Also, analyses have been performed with the aim of pointing out the effects of various parameters on the group effect of the screw anchors.

• 대한의용생체공학회:의공학회지
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• 제29권2호
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• pp.132-138
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• 2008

We investigated the biomechanical properties of a newly designed self-expansion type anterior cruciate ligament (ACL) anchor. The ACL anchor consists of the ring section giving the elastic force, the wedge for maintaining in contact with the femur tunnel wall and the link suspending hamstring graft or artificial ligament. The main design parameters that determine the performance of this device were the expansion angle (${\theta}$) and the thickness ($t_R$). The Ti6Al4V anchors were heated after inserting in a jig for 1 hour at $800^{\circ}C$ in a protective argon gas atmosphere and allowed to cool to room temperature in the furnace. In order to investigate the influence of the expansion angle and the thickness of the ring on the biomechanical properties of the anchor, the maximum pull-out load, stiffness and slippage of the ACL anchor were measured using the pull-out tester, and statistical analyses were also executed. The present results showed that the design parameters gave a significant effect on the performance of the self- expansion type of anchor. The pull-out load of the ACL anchors significantly increased as the thickness of the ring section was increased, having a similar trend for both expansion angles. The ACL anchor showed about 2.5 times higher values of the pull-out load than that of the minimum load (500N)required for the "accelerated rehabilitation". The optimum ${\theta}$ and $t_R$ values of this ACL anchor were suggested to have sufficient resistance against the pull-out force, high stiffness and relatively low slippage after ACL reconstruction.